Uniform Building Code |
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Page 153
... least equal to the requirements set forth in U.B.C. Standard No. 24-2 . When in contact with the ground , brick shall be of at least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade ...
... least equal to the requirements set forth in U.B.C. Standard No. 24-2 . When in contact with the ground , brick shall be of at least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade ...
Page 307
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required f ' by at least : 400 psi if the standard deviation ...
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required f ' by at least : 400 psi if the standard deviation ...
Page 568
... least 45 percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells in wall ...
... least 45 percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells in wall ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength